09-184(3)-061II
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CONCRETE:
DAYS.PSI AT 28
SLAE38 ON FILL- 30M P.S.I.
MAXIMUM S12E OF
MAXIMUM PERMISS15LE SLUMP: -CONC. MIX
FIR - .• •'
A MINIMUM OF 5 CONCRETE SPECIMENS SHALL BE TAKEN
EACH 50 CU YARDS OR PORTION THEREOF, SPECIMENS
SHALL BE TESTED AC4:01RDINGS TO • -
CONCRETE DESIGN COMPLIES
REINFORCrWs STEEL:
STEEL SHALL BE DETAILED AND FABRICATED ACCORDING WITH
.' OF STANDARD PRACTICE FORDETAILING
• - r +' J BOTTOM STEEL OVER
SUPPORT AND TOP STEEL AT MIDSFAK HOOK DISCONT.
+- I MINIMUM LAP,DAR DIAMETER
LINLESS OT14ERWISE INDICATED.
CLEAR COVER FOR RERF. SHol-L BE:
BEAM • r. / 1 i
TOP i
74IFTIED FACES IN CONTACT•.-
VUNFORMED
PRE-CAUT
SHALL 2E 3,=,00 PSI CO.- DESIGN
LOAD OF ✓I r . TOEXTEND
r OF OPENING • i TO HAVE CUT-OUTENDS i ALLOW
VERTICAL • : ♦ GO THRII
JP TO *-V. SU15MIT MANUFACTURER CALCULATIONS.
SLABS ON
SHALL BE PLACED ON CLEAN ' NON ORGANIC SOIL_ SLABS ON
FILL SHALL ME SAWCUT AS SHOWN ON DETAIL AND GROUND FLOOR
IQ_AN AS SOON AS
FOUNDATION:
REFER TO SWEET S-IJ FOR SOIL NOTES.
STRUCTURAL STEEL:
SHALL CONFORM TO AS.TM. A-3fa. STRUCTURAL BOLTS TO BE: A-325,
ANCHOR BOLTS: A-36, WELDINGS TO BE E-1VXX ELECTRODE.
STEEL JOISTS TO CONFORM TO LATEST EDITION OF 'STEEL JOIST INSTITUTE'
STEEL DESIGN COMPLIES WITH RISC 'SPECIFICATIONS FOR THE DESIGN, FABRICATION
AND ERECTION OF S TURAL STEEL FOR BUILDINGS', NINTH EDITION,.
SOIL COMPACTION:
FILL AND BACKFILL TO BE COMPACTED TO A MINIMUM OF 95%
OF THE MAXIMUM DENSITY AT OPTIMUM MOISTURE AS
DETERMINED BY THE MODIFIED PROCTOR TEST. (ASTM 0-1551)
GENERAL:
I.PROVIDE POLYETHELENE MEMBRANE FOR ALL SLABS ON
GRADE (.06 K VISGQUE EN)
2PROVIDE 9 GA. DUR-O-WALL AT 16' O.G. FOR ALL
BLOCK WALLS.
3.DESIGN LIVE LOADS ARE AS FOLLOWS:
ROOF 30
WIND LO
AS PE E Z- _
V=146 mpkx, SURE' '.-
FLORIDA BUILD :2 4 ( 1 RE ,
APPROVALS:
LSUBMIT SWOP DRAWINGS FOR REiNFORciNG, STEEL 4 ROOF TRUSSES.
25U5MIT CONCRETE MIX DESIGN.
3-SUBMIT LABORATORY REPORTS FOR CONCRETE TESTS.
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EB 0005176
1/2'X10' STEEL
PLATE Project Number
• 0723701
FACE WALL OR Consultants
COLUMN
G.V. PIREZ
STRUCTURAL ENGINEERS
7315 S.W. 87th AV
MIAMI, FL 33173
TEL: 305412-2200
Consultants
DESIGN ONE
CONSULTING ENGINEERS d
809 S.W. 8 STREET, No. 200
MIAMI, FL 33130
TEL. 305-860-0384
OFFICE TENANT
IMPROVEMENT FOR
r
DR. ILEANA R.
PEREZ - QUINTAIROS
CANTILEVER
6310 SUNSET DRIVE
MIAMI, FLORIDA 33143 Q
Revisions Date
'TAI BAR
Yt
BAR STD.
I'IGX)IC X
W
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COLUMN
DEPTH
5EAM STEEL . -- •i..ACING PIACMRAM seal:
_• WHICHEVER 15 LONGER
• U41CHEYER IS LONGER N TWO CONSECUTIVE SPANS
STIRRUP NOTE: PLACE FIRST STIRRUP 2' FROM FACE OF COLUMN -.
SEE BEAM SCHEDULE FOR SPACINGS EACH ENDtir
MAN NOTES
L PROVIDE 1' 5 HORIZONTAL EACH FACE FOR BEAMS DEEPER THAN 300.
205 . 48. qE
305 e . . ■ . i . 66'. E
405 82'. PLAN NORTH
M M' NMS In
1 - ALL STRUCTURAL CONCRETE BLOCK IN %SHALT. CONFORM TO THE 'STANDARD
SPECIFICATIONS FOR HOLLOW LOAD WARM CCNCRETE MASONRY UNITS, ASTM C-90' t ACI 530.
2 - ALL UNITS SHALT. BE BUILT TO PRESERVE THE VERTICAL. CONTINUITY OF THE
CELLS TO BE FILLED, AND TO MAMTAN A CLEAR, INOBSTF!UCTED CONTMOUS
VERTICAL CELL MEASURING; 2 NCHES BY 3 NC.HES.
3- CLEANOUT OPENNCsS SHALL BE PROVIDED AT THE BOTTOM OF ALL CELLS TO BE
FILLED N ORDER TO VISUALLY NSPECT THE CONTNOUS FLOW OF CONCRETE.
4 - VERTICAL REINFORCEMENT SHALL BE HELD N POSITION AT THE BOTTOM AND TOP
OF THE CELL TO BE GROUTED. MNMU M LENGTH OF LAP SPLICE - 48 BAR DIAMETER
MAXMUM HEIGHT OF LFTS TO BE LIMITED TO 40 FT HIGR Checked By-
5- ALL CONCRETE USED FOR FILLNG SHALL BE 3 000 PSI PEAROCK (W MN. SLUMP) ' GVP I
6 - MORTAR STRENGTH TO BE TYPE "' (2,500 PS1J Drawn B)r CLL
1 - SEE SHEET 5-3J FOR 'TYPICAL. GROUTED CELL SECTION'.
8 - ULTIMATE COMPRESSIVE MASONRY' STRESS (Tit) TO BE AS FOLLOWS: Issue: �
1,500 PSI 01-12-09
9 - GROUTED CELL. REII FORCM TO BE AS FOLLOWS: -SEE PLAN FOR REINF Date:
PROVIDE 9 GA GALV. LADDER TYPE HORIZONTAL REINF • I6'oo MIAMI01-12-09
W
10 - SPECIAL INSPECTION RECIUIRED FOR REINFORCED MASONRY UNITS. BUILDING DEPT. sheet Index:
II
- MA
\UF TO SUBMIT BLOCK COMPRESSIVE STRENCsTH (rm) FORApe"TURAL SECTION TYPICAL SHEET
APPROVED 6Y: �
�r
7315 5W 87TH AVE, # 100 JOB NO: 2807
MIAMI, FLOPJDA 33173 DRAWN BY: CLL
305.412.2200
305.412.2011 DE5IGWAPPRV: G.V.P.
c3vpircz@cof�5.net FILE: 2807-5-4.1
George V. Pirez, P.E. # 12294 GA 000 1539 4
Monica Pirez, P.E. # 58734
Sheet Number.
: r1C.5Hffr
L-I
3 L-2*
I. MT14
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